Td Muro Vertical
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ANALISIS POR CARGA VERTICAL DATOS Alt.c/nivel 2.7 m V.solera Y b(m)= 0.15 V.solera X b(m)= 0.15 Paño may luz m Espe. losa 0.2 m Dif.altura 0.1 m Muro Portante t>=h/20 Espe.efec 2.6 m t= 0.13 m Entonces el muro 0.13 m Por tabla tenemos: Albañileria Pilas fm= Ladrillo: kin kong industrial Mortero 1:4(cemento:arena gruesa) POR NORMA CM y CV ConcArm 2.4 t/m2 LosaAliger(e:20m) 0.48 t/m2 Acabado 0.1 t/m2 s/cOficina 0.25 t/m2 s/cAzotea 0.1 t/m2 MuroAlbañ 1.8 t/m2 DimensViga(m) 0.15 x ANALIZAR DE MURO Muro en la direccion Y Muro Espesor(t) Largo(m) Y1 0.13 3.65 Y2 0.13 1.5 Y3 0.13 2.65 Y4 0.13 1.5 Y5 0.13 3.65 Y6 0.13 3 Y7 0.13 3.075 Y8 0.13 3.075 Y9 0.13 3 Muro en la direccion X Muro Espesor(t) Largo(m) X1 0.13 3.075 X2 0.13 3.075 X3 0.13 2.25 X4 0.13 3.075
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Transcript of Td Muro Vertical
ANALISIS POR CARGA VERTICALDATOSAlt.c/nivel 2.7 mV.solera Y b(m)= 0.15V.solera X b(m)= 0.15Paño may luz mEspe. losa 0.2 mDif.altura 0.1 mMuro Portante t>=h/20Espe.efec 2.6 mt= 0.13 mEntonces el muro 0.13 mPor tabla tenemos:Albañileria Pilas fm=Ladrillo: kin kong industrialMortero 1:4(cemento:arena gruesa)POR NORMA CM y CVConcArm 2.4 t/m2LosaAliger(e:20m) 0.48 t/m2Acabado 0.1 t/m2s/cOficina 0.25 t/m2s/cAzotea 0.1 t/m2MuroAlbañ 1.8 t/m2DimensViga(m) 0.15 xANALIZAR DE MUROMuro en la direccion Y
Muro Espesor(t) Largo(m)Y1 0.13 3.65Y2 0.13 1.5Y3 0.13 2.65Y4 0.13 1.5Y5 0.13 3.65Y6 0.13 3Y7 0.13 3.075Y8 0.13 3.075Y9 0.13 3
Muro en la direccion X
Muro Espesor(t) Largo(m)X1 0.13 3.075X2 0.13 3.075X3 0.13 2.25X4 0.13 3.075
X5 0.13 3.075X6 0.13 3.075X7 0.13 3.075
Fch(m)= 0.3 Fyh(m)= 0.3
Ladrillo Soga
65 kg/cm2 650
M.A.c/tarrajeo 1.9 t/m20.3
PESOSArea muro(m2) A.T.(m2) Muro
0.47 3.90 Y1 2.160.20 2.68 Y2 0.890.34 1.76 Y3 1.570.20 2.68 Y4 0.890.47 3.90 Y5 2.160.39 3.05 Y6 1.780.40 7.52 Y7 1.820.40 7.52 Y8 1.820.39 3.05 Y9 1.78
PESOSArea muro(m2) A.T.(m2) Muro
0.40 3.02 X1 1.820.40 3.02 X2 1.820.29 3.68 X3 1.330.40 4.13 X4 1.82
0.40 4.13 X5 1.820.40 3.41 X6 1.820.40 3.41 X7 1.82
175 kg/cm24200 kg/cm2
t/m2
PESOSLosa Acabado Solera S/C Piso S/C Azotea1.87 0.39 0.39 0.98 0.391.29 0.27 0.16 0.67 0.270.84 0.18 0.29 0.44 0.181.29 0.27 0.16 0.67 0.271.87 0.39 0.39 0.98 0.391.46 0.31 0.32 0.76 0.313.61 0.75 0.33 1.88 0.753.61 0.75 0.33 1.88 0.751.46 0.31 0.32 0.76 0.31
PESOSLosa Acabado Solera S/C Piso S/C Azotea1.45 0.30 0.33 0.76 0.301.45 0.30 0.33 0.76 0.301.77 0.37 0.24 0.92 0.371.98 0.41 0.33 1.03 0.41
1.98 0.41 0.33 1.03 0.411.64 0.34 0.33 0.85 0.341.64 0.34 0.33 0.85 0.34
N pisos PD PLY1 4 19.28 3.32Y2 4 10.42 2.28Y3 4 11.51 1.50Y4 4 10.42 2.28Y5 4 19.28 3.32Y6 4 15.49 2.59Y7 4 26.07 6.39Y8 4 26.07 6.39Y9 4 15.49 2.59
N pisos PD(t) PL(t)X1 4 15.63 2.57X2 4 15.63 2.57X3 4 14.84 3.13X4 4 18.20 3.51
X5 4 18.20 3.51X6 4 16.53 2.90X7 4 16.53 2.90
Pm σm Fa22.59 Y1 47.62 93.8312.70 Y2 65.13 93.8313.01 Y3 37.76 93.8312.70 Y4 65.13 93.8322.59 Y5 47.62 93.8318.08 Y6 46.35 93.8332.46 Y7 81.20 93.8332.46 Y8 81.20 93.8318.08 Y9 46.35 93.83
Pm(t) σm Fa18.19 X1 45.51 93.8318.19 X2 45.51 93.8317.97 X3 61.45 93.8321.71 X4 54.31 93.83
21.71 X5 54.31 93.8319.43 X6 48.60 93.8319.43 X7 48.60 93.83
Esfmuro<=Fa<=0.15Fm0.15 f´m
97.597.597.597.597.597.597.597.597.5
0.15 f´m97.597.597.597.5
97.597.597.5
